HomeMy WebLinkAboutSNOWE BUNTING REVISION 102921 S&S REV 8 7 6 5 4 3 2 1
NOTE: VBfHPs V FHP278A TISY
1.WHEN PROVIDED SHALL BEAT 20"MAX.BELOW THE WATERLINE FHP270JEPPertormen.C.- DOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & A&G CONCRETE POOLS INC., DUPLICATION AND/OR DISTRIBUTION IN PART OR WHOLE WITHOUT WRITTEN CONSENT FROM THE OWNER(S) WILL BE PUNISHABLE UNDER AWCPA COPYRIGHTS LAWS. SPECIFICATIONS
,o0 4a
m 51 aft
MAX.WIDTH: 18' MAX. LENGTH: 302"
MIN. DEPTH: 3' MAX. DEPTH: 5.5'
SHAPE: CUST ELEVATION: TBD
D a ro 10 ft.6 in. 7�� r1HAUL
10'6" 10 ft.6 in. TILE: INTERIOR FINISH: GEM FILTER: CS200
� 20"MAX. � ea � F LT I N U P
3 V -P I I URE -FRAME SCREEN PUMP MAKE PER FBC 4501.20
D u$
a 8"X8" CONCRETE FOOTE , Oil 8"X8" CONCRETE FOOTER PUMP HP:POOL 2.7HP VS FLOPRO SPA NA
t w + 2" +6" FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
° CONCRETE LIGHTS: POOL 2 COLOR LED SPA NA H
P P 1 5Xr TRNFORM: POOL 300WATTS SPA NA
1.5" 1.5.' MAIN DRAIN:POOL 2 SPA NA
18" a aFLOCRETE DECK
10 ° ao an LFowRX[Oslon�Xrm°ule GPX; ,I ,� DEMO O F EXIST N G R >> R.
SKIMMER: 1 INC
SWIMOUT CUT SECTION 8 PUMP CURVES 7 PROVIDE HI HOLDS _8. PVC HAND RAIL REVI ION 10/29/21 RETURNS: POOL 3 SPA NA
AS REQUIR , WSI/NSPI-5-2003 - RTD-448 JETS: POOL NA SPA NA
Scale: NTS H Scale: NTS H OR MAINTI� GRABBABLE f� COLOR TBD 19
DECK AND SCR EN SURFACE 24' riEERDESCEN SKIM ER LINE IS 2
(DETERMIN IN FIELD) ® WATERFALL 3'DEEP, o. VALVED VAC LINE: INCL FILL LINE: NA
02 DISCHARGE LINE: TO GROUND INCL
F BY OTHERS � � o' OT 1 .5" CHLORINATOR: AQUA PURE 1400 SALT SYSTEM
o.' _ HANDRAIL: PVC LADDER: NA
Pi O TILED BENCH �' w = n
EDGE TILED STEP °' Q a ___--- -- DIVING BOARD: NA SLIDE: NA
---- z
E ES 3 o n
HEATER: THERMEAU S125 HEAT PUMP
� VACUUM HEAD: INCL POLE: INCL
O m
O _--- - VACUUM HOSE: INCL BRUSH: INCL
5 ft.8 i 14 ft. 10 in. m LEAF SKIMMER: INCL TEST KIT: INCL
t 3 0 TREE/STUMP REMOVAL: NA
2.5" 5.5'DEEP ^' O O }+
O0 L� REMOVE EXISITING CONCRETE: NA
KEY: S H 0 rn 9e M PUMP POOL PATIO: NA
1.2.5"RETURN LINE TO POOL nS �,,
G 2.1.5"SUPPLY LINE FOR BUBBLER B v - CHILD SAFETY SCREEN ENCLOSURE: BY PIONEER G
H O Q- 6' 9",WATER DEPTH ELECTRICAL: ED'S ELECTRIC
3.1.5"SUPPLY LINE FOR 24"SHEER DESCENT �� '\ BARRIER FENCE NO POOL PATIO: CONCRETE FLOCRETE
4.1.5"VACUUM LINE CLOSER THAN 20" ' / N
5.2"SKIMMER LINE 1 2 3 4 5 6 V/ EXISTING PATIO: FLOCRETE
6.2.5"MAIN DRAIN LINE v' Cp�ORC 86r FROM WATERLINE ,'' 4'X4' DOOR DECK DRAIN: INCL
EQUIPMENT LAYOUT 7 W 2" O VAC LINE UMBR LA SLEEVE PAD
Scale: NTS G � POOL CAPACITY: 13,130-GAL.
P1.2.7HP VS FLOPRO WITH W/APPR HAIR AND LINT STRAINER }+ 0 SKIM ER > BU�ER SPA CAPACITY: NA
F. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE L� LL 1•5" Q- TURN-OVER RATE: 6-HRS-
(MUST HOLD 35 PSI FOR 30 MINUTES MINIMUM) H OVERFLOW j 1.5„ R h TERMITE TREAT: INCL BARRIER:SCR ALRM
Waterway Technical Bulletin:VG"2U II?30-i 8XX V
W.1.5"TO WASTE OR TO GROUND MAX.WATER VELOCITY: 6 FPS FROM TRUNK
8"Raund Tru Fla Drain and Frame W i'
V.VALVES(TYP) Waterway draincoversare compliant tuthe latest Consumer Safety Product V 1rr 1.5" �'
B. PB-2008 WATER BONDING TO GRID(SEE DETAIL A/8) Commlssronrequlrements/I Listed andccn�iedandTestedInstdctaccordance = M �� TO 8FPS SUCTION LINES,10FPS MAX RETURN
totheregYanementsrf ASMEA1,2.19.8-2007and ASMEA112.19Aa-20DB asdehned =:4.�w�.. -'= ` • , z �' I MIN. SKIMMER FLOW: 25 GPM
S.JANDY"AQUA PURE 1400"SALT SYSTEM nclletterdatedAprtl6,2011.Certified by:Onderwrlters Laboratories,Inc,
e �� 1g
2929E.Imperial Highway.Suite 100.Brea.CA928216729. i' I SURFACE AREA OF POOL: 413 SQFT.
- - -- 1 5rr I PERIMETER OF POOL: 81 LNFT
Waterway Sao-Black UrleX roversDxkC ay are avallabEe lm 00 -- I ■ O' FAS C
J White 0 Black❑Gray ■Dark Gray❑Beige ?( -- --- - -- - - - _ '/
/ i
IA
4'X4' DOOR BO � --- --- -- - - - - ---
WXXXIXO
una,wlwRllo-+n,asnww,knm"mpmuu tem,larra sunanaanam .,Ie,nuuwowwaXmrrulXnadel,u+uwu.+edamagea.wrza.vacYrd.mnangw PAD $ I HEIGHT
e me planell.r.ftowroxalllm+nikiiuelkEa minMun ortllmehe,[t l.krlape4 ral u[uNYan+er4
meawretlfrwnn 'afto-Klit RepG,rEn 1nl,bmN,,oatktl,mlc,hgwrglfe[ueYY+ntlwtivnMatkl[mgarnw
o`Wimhr wllp w nhwlo,lm„a�nw�,o aaa?nwos hae �m�elr DECO DRAIN TO DRAIN AWAY FROM HE HOUSE.DECO DRAIN TO BE 1' I
.°wi,�,mnnw�wall ao,r<Ia,„e�uelwq+h.,.im,rwh.unlrww,n�a,r4awai.m.amnr,,� ,a�Xm o,mn,perwrolmraoemxeo,mwermmlaH,apse
F wlo Mvbl°"P ° I�Ra, X ,yea Yr,,a.wlm nrl�X nraae mac Y`.iepmmawaappe nkNemml.s reaml�r FROM HOUSE. DECO DRAIN EXACTLOCATION TO BE DETERMINED I IELD. I F
M �n rm,
MAil N. 9ettriprice Site lotalOpe Area Flaar Haw Pare Wall FNnr Bale Fhrwht,6PM
so-Wh. GPM GPM ,m IstVse[
64o-187IXV Tru Flo r 14.8 in !K 68
APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
0 Part 4k.0 Desolptlhn TRUSSED ROOF PATIO TH
Oil 819-0051 Psslalnle,rslrelsoew-32Xhe RESIDENTIAL 7 EDITION AND THE ANSI/APSP-7 2013 FOR
642.214X6y s iNii oaa am SUCTION ENTRAPMENT AVOIDANCE
FLOCRETE AND STAIN TO
B19-ODD51� A. ALLEN ENGINEERING LLC, CA NO. 33042
REC.PUMP/WATER FEATURE PUMP=2.7 HP V.S.FLOPRO Y MATCH 2367 7T" STREET, LA VERNE, CA 91750
LOW SPEED: 36 GPM MAX TO THE BEST OF MY KNOWLEDGE, THESE
HIGH SPEED: 117 GPM @ 48 TDH = DRAWINGS AND SPECIFICATIONS COMPLY WITH
2.5"SUCTION PIPE @ 117 GPM:7.98 FT/SEC.
(8 FT./SEC. MAX.-SUCTION LINES) 642-214x -
�`• ''•• THE APPLICABLE MINIMUM BUILDING CODES
2.5(PRESSURE PIPE @ 117 GPM=7.98 FT./SEC. ELECTRIC BY EDS SEAL: Aaron(10 FT./SEC.MAX.-PRESSURE LINES) XXX ..
200 SQ. FT.CARTRIDGE FILTER X 0.375=75 GPM
BACKWASH VALVE NO Allen E
,4ss .,7s
E
SCREEN BY
watnwaypiani¢22005NIps Xoaa,ornaM,tA N3h3DPh.XG59X,.t262-wa[erxayfma[erwayplanirsmmwww.waterwayplastla com mmuXcasl, Aaron H.Allen,State of Florida,Professional Engineer, 2021 . 10.
PIONEER License No 86620
d by
ANSI-7/ANSI-15 8 POOL DRAIN CERTIFICATION 7 This item hasn,P.Een digitally he datedandsealere.
Aaron H.Allen,P.E.on the date indicated here.
Printed copies of this document are not considered
Scale: NTS E Scale: NTS E Signed and sealed and signature must be verified on any
Electronic copies
1 29
:. :. :. :. :. i•. .:•. i•. :' . .
•.
30"CLEARANCE IN
Nores: FRONT * 09: 12 :40
1.ALL ELECTRICAL TO COMPLY WITH 2O20 NATIONAL ELECTRIC CODE. ELOCATION OF GFI
2.3412 THHN CU WITHIN'/"MIN.CONDUIT FOR POOL LIGHT(S) OF SUBPANEL
3.GROUND ALL BOXES,LIGHTS,MOTORS,ETC,WITH#8 SOLID,BARE COPPER.
RECEPTACLE SAFETY BARRIER PER FRC R4501.17.1-
4.ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22(B) TO BE DETERMINED IN R4501.17.3 &ASTM5034-95, ASTM D3787-
5.INSTALL D N 15 AMP WEATHERPROOF DUPLEX E W RECEPTACLE AT LEAST 10' O /� 'O 0 1
AWAY AND NOT MORE THAN 20'FROM THE INSIDE WALL OF THE POOL FIELD PER NEC 680 89, ASTM 653-96 _ 4
6.POOL PANEL AND SWITCHES MUST BE AT LEAST V FROM THE INSIDE WALL OF THE
POOL POOL BARRIER PER FRC R4501.17.1-
7.PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS AARON H. ALLEN PE FL REG. NO. 86620 FL
PERHO-260FNFPA70 R4501.17.3 AND ANSI/NSPI-5-1995
POOL EQUIPMENT ANCHORED PER
HEATER(ELECTRIC HEAT PUMP) FLORIDA BUILDING CODE 2020&R4501.22 JOB INFORMATION
2-#6 THHN,1#10 GROUND,1#10 NEUTRAL CU WITHIN 3/4" EQUIPMENT PAD
D CONDUIT.(CONNECT TO 50 AMP,2 POLE GFCI BREAKER EQ PER FBC BUILDER/JOB NAME: SNOWE
E Q 4501.22(9.2) ADDRESS: 9415 BUNTING LN
80 AMP POOL PANEL CITY: FT. PIERCE, FL 34951
W/(3)-#4 THHN CU WITHIN 1" PERMIT NO.: OCTOBER 29 2021
ELECTRICAL CONDUIT DATE DRAWN: NOVEMBER 30 2020
#8 SOLID CU GROUND WIRE REVISION DATE: NA
TO EXISTING PANEL DRAWN BY: BOBBY AUSTIN
GENERAL NOTES:
CHECKED BY: AARON H.ALLEN
S.P.S.T.TOGGLE 1.SWIMMING POOL CONSTRUCTION TO COMPLY W/FLA.BLDG.CODE AND CUSTOMER APPROVAL:
SWITCH WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS. APPROVED BY: 80882/99z1s�9�9->Q2>
VARIABLE SPEED PUMP MOTOR 2.SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND.ALL SCALE: '/4'= 1'
POOL LIGHTS SEE W/BUILT-IN OVERLOAD SWITCH W/3-#10 WALLS AND FLOORS SHALL BE GUNITED OR POURED IN-PLACE
SPECS FOR QUANT. THHN CU WITH-IN'/2"CONDUIT CONCRETE W/MINIMUM 3,000 P.S.I.CONCRETE(@ 28 DAYS)
(GFI NOT REQUIRED) TIME CLOCK COMPRESSIVE STRENGTH.
W.P.DISCONNECT 3.ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., Y!ARS
OR MUCK,SILT OR LOOSE,SOFT SOIL IS FOUND.A SOIL BEARING 3
OF
SALT SYSTEM W/BUILT IN OVERLOAD CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN. & ceLteNce
SWITCH W/3-#10 THHN CU WITH-IN'/2" 4.REINFORCING BARS SHALL BE NEW BILLET,GRADE 40.
W.P. DISCONNECT CONDUIT 5.ALL POOL PIPING TO BE P.V.C.SCHEDULE 40 MIN. AND BEAR THE N.S.F. �} (CC
C APPROVAL. 0
6.BACK-WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
7.DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. POOLS,
���o
SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. m
PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
ELECTRICAL SCHEMATIC 7 8.WATER SUPPLY& E IS
NO CROSS CONNECTION WITH DOMESTIC WATER SUPPLY OR WA SHALL BE INSTALLED SO THAT TER 8880 GLADES CUT OFF ROAD
Scale: NTS C DISPOSAL SYSTEM. PORT ST. LUCIE FL 34986
9.GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF
DECK PER DETAIL A/5 THE SUCTION LINE
NOTE: 10.HAIR&LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/A NOTE: SYMBOL LEGEND
WATER LEVEL 1.WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE. 1.STEEL REINFORCEMENT IN CONCRETE AGAINST EARTH SHALL HAVE A MINIMUM COVER OF 2"
11.ELECTRICAL: INSTALL WIRING&DEVICES AS SHOWN IN"POOL DATA" EXISTING FACILITY CHANNEL
517� DECK PER DETAIL A/5 (1)#5 OR(2)#3 REBAR(S) O
p HEREON.LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL DRAIN
z D CODE-LATEST EDITION. +'I 2" 11 8rr XX.X'
FROM POWER SUPPLY DECK PER DETAIL A/5 12.ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, 8" ELEVATION MARKER . SKIMMER
co D p LIGHT FIXTURES&HOUSING, METAL PARTS OF LADDERS,HANDRAILS,
DIVING BOARDS&SUPPORTS TO BE BONDED TOGETHER&GROUNDEDr n
1" LIGHT CONDUIT a TTO A HAN COMMON CO GROUND. ONDING CONDUCTOR SHALL NOT BE SMALLER +6 ---- - -- y i 4„ DECO DRAIN
O MAIN DRAIN
w_ I 8, BABY BARRIER
APPROVED GROUND CLAMP D #8 GROUND WIRE 13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
J a I - - -- - COMPACTED SOIL I COLOR LED
14.CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED ! Og BUBBLER B B NICHELESS __ I
SITE BEFORE STARTING THE PROJECT.CONTRACTOR SHALL VERIFY
UNDERWATER a o 3 G.P.M./S.F.OF FILTER AREA.NO BACK-WASH REQUIRED. ----- I
LIGHT CONTINUOUS BOND WIRE 15.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT I Eq. ,I Eq. UL JANDY UPLIGHT f� VACUUM LINE
COMMON TO POOL STEEL,
POOL FINISH RAILS&EQUIPMENT LOCATION OF ELECTRICAL SERVICE BY F.P.&L.COMPANY. 0 ft. 4 ft. 8 ft. Eq'
16.SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO TOP VIEW CUT SECTION DOOR/WINDOW ALARM 0 REVISION
UNDERWATER LIGHT $ HANDRAIL BONDING 7 PREVENT UNDERMINING. RISER WALL DETAIL 5
Scale: NTS g Scale: NTS g 17.PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT Scale: NTS g 2
SYSTEMS(SPECIES SELECTION BY OTHERS). Scale: NTS g
NOTES: NOTES: NOTES: 30'2"
NOTES: CONCRETE
EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF:
NOTE: 1.APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. 1.REMOVE GRATE&WELL POINT PLUG FROM MAIN DRAIN I
1.PB-2008 TO BE INSTALLED NEAR OR UNDER EQUIPMENT PAD 1.MINIMUM 18"FROM ENTIRE EDGE OF POOL PERIMETER BURIED 4"TO 6"DEEP ASME/ANSI 112.19.8-2007(SEE CERT.OF COMPLIANCE)- &ATTACH AUX.PUMP LINE WHEN EMPTYING POOL 1.SHORING IS SUFFICIENT TO SECURE SOILS FROM EROSION/SETTLEMENT 2"X4"@ 24"Q.C. I I �� 5s8" SUNDECK
2.INSTALL PER N.E.C.2017 SEC.680.26(WHERE ADOPTED) COVERS MUST BE REPLACED EVERY 5 YEARS 2.NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER
2.FOR DEPTHS GREATER THAN 6'ADD 1-#3 COVE BAR @
3.#8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL(4 TOTAL) 6"O.C. 3.COMPACTION TEST PROVIDED AT C.O. 1/2"PLYWOOD _ _ _ _ _
EQUIPMENT PAD Q 2.APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR q.25 OPP.S.IE FIBER REINFORCED CONCRETE PUMP MIX 4er 9 ft I �I a 12"MAX
18"MIN. DECK PER DETAIL A/5 D RESIDENTIAL 7 EDITION AND THE ANSI/APSP-7 2013 FOR -__-__ 6 ft. I I WATERLINE TILE
4 a d
ENTIRE PERIMETER SUCTION ENTRAPMENT AVOIDANCE I - - Q _ _ 3' Q _____a 12"MAX
PB-2008 ( ) n 4 3ft. a 4 - 4
W.L. INTERIOR 1 SHELL IS CLOSER THAN 8 FT HOME,L ` , 1],q 4 12"MAX
Q Q Q a -- FLOOR SLOPES
w D WATERWAY MAIN DRAINS 1� 4 6"X6' TILE j ---= I a o- NOTE:
EXIST.FT 4 ,�Zr, 5.5' a o of o
-I - - - - �- - T #3 STEEL 12"O/C E.W. o
Q OM A TED SOIL OR EXCEEDS THE ONE TO ONE RATIO OF @
MIN.3'SEPARATION REQ. SECURED GRATE q - - o p
> FINISH 7 - , THE ANGLE OF REPOSE GN. _
_ _ _ _ _ _ S_ _ 3 FT. MIN. TOOLS REQUIRED - - - MAIN DRAIN
p ` FOR REMOVAL / o � 6,r 10"MIN.
BONDING WIRE SOIL p a p #3 12"O.I,.B.W. a WALL#3 s' WALL#3 s"wau#3 /�O I- EXIST FTGN_ D 4 -- - a
p ---- REBAR @ 12" REBAR @ 12 REBAR @ 12 /y _____ ---• a -SOIL /�- - - A A TO GRID 8 AUGE SOLI C STEP Nores:
PPER WII THREADED __ 1.rREAD Is Mw.of 1s^WIDE.
� ' - ------- O.C.E.W. O.C.E.W. O.C.E.W. �� I I_------- o � ---' - I---�--I
R � a 1 � I I �
TO FILTRATION PUMP 6 FPS MAX p /��_1 I- --- --' p --- NOTES: 2.RISER NOT GREATER THAN 12"EXCEPT IF MORE THAN(3)TREADS ARE USED.
SOIL PLUG / F (OT IN THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1
SOIL o p <5'OR 1:1 FOOT IN 7 FEET TO THE POINT OF THE FIRST SLOPE CHANGE 3.ALL STEPS TO BE SOLID T BENCH
EDGES
PSI.
_ 2.5"SUCTION LINE MAX 117 G.P.M. FROM SUMP W/3"TEE TO PUMP -� - L _- 2.(5.6.2)CHANGES IN SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A MINIMUM WATER DEPTH OF 2 FEET 9 4.ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER
3"PLUMBING LINES
--GRAVEL _ INCHES AND BEAT LEAST 6 FEET FROM THE SHALLOW END OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY
#8 SOLID COPPER BOND 8 FPS MAX 3.(5.6.3)THE SLOPE OF THE FLOOR FROM THE POINT OF THE FIRST SLOPE CHANGE TOWARD THE DEEP END SHALL NOT
WATER BONDING 8 WIRE W/APPR.CLAMPS EQUIPOTENTIAL BOND GRID 7 POOL DRAIN TYP. 6 BED TYP. WALL SECTION &WELL PT. 5 WALL THICKNESS REQ. 4 SHORING REQUIREMENTS 3 EXCEED FOOT IN3FEET SECTION THRU POOL 1
Scale: NTS A (SEE NOTE 3) Scale: NTS A Scale: NTS A Scale: NTS A Scale: NTS A Scale: NTS A 4.WALLS SHALL NOT SLOPE>11 DEGREES Scale:NTS A
5.HAND HOLD TO BE INSTALLED WHERE DECK RAISED+6"ABOVE POOL
8 7 6 5 4 3 2 1